HomeMy WebLinkAbout2015-00891 - mound septic � � � CITY OF ORONO
* 2 0 1 5 - 0 0 8 9 1 *
2750 KELLEY PARKWAY DATE ISSUED: 07/22/2015
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 3375 GRAHAM HILL RD
P[N : OS-117-23-11-0018
LEGAL DESC : GRAHAM HILL PRESERVE 2ND ADDITION
: LOT 1 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM)
ACTIVITY : MOLJND SYSTEM - SEPTIC
NOTG: (3)PRECAST CONCRETE TANK 1250 GALLON
MOLTND-50'X 99'ROCK BED 10 X 62.5'
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
KLINGBERG EXCAVATING Payment(s)
P O BOX 6 CHECK 17574 400.00
PRIOR LAKE,MN 55372-
(952)447-2557
Minnesota State License#: sept-L49
OWNER
Wooddale Builders
6117 BLUE CIRCLE DR, STE 101
MINNETONKA, MN 55343-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
no[grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whe[her or not specified herein.This permi[will
expire and become null and void if cons[ruction au[horized is not
commenced within 180 days of the date of issuance,or if construction is
s�spended t'or a period of l80 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
��t�-�C� 7 � ��/5
Applicant Permitee Signature Date Iss ed Signature Date
,Jul 1?�2015 02:37PM HP FaxKlingbergs 9524473982 page 1
�O� Clty Of OrOno �— FOR cITY USE ONLY
/� P.O.Box 66 /
V 2750 Kelley Parkway Dale Received: �fi}—'-�-' Perm,i# _���Y�—E.�
Crystal Bay,MN 55323 �`/
� (952)249-4600 Amount: $
� a
y� V
1�K�'SH���
CITY OF �RONO -SEPTIC SYSTEM PERMIT APPLICATION
(AII permits must be approved by the On-Site Septic Manager and'or Building Officiaq
Job �i#e�/C�r lnfarmatfan� �.�
�
Site Address: �3 7� ��Z�}f.(�}l/yl 1�( �,� �a, D�U/�/C� /Ul�'�/
Owner: �J{�-) r� � (�,';�'�"' C�a�� ���� •-�--� ; _
� t� 7 ailing Address: lb1�,�°tio �`��'t�,K�
City: Cc � . �l�k '�.z.e�C.�. (�2 #/01 Zip: 5 S'��/�
Home Phone: q•���3�S�-���f,� Alternate Phone: ���.�'� ��� -3(c3 -
3 S�
Contrack+�r d Applicant �nformatian;��
Contractor/App,: �IYI �f xG41,;4��V(' �y��Contact Person: �-.E �.. c�� cl�+�'
�
Address: �� �� 5tate License #; `7�9
City: Y��D� ��ip: �jr3 � Expiration Date: c� � �C�f�
Phpt1�: �� ��� - ���� Alternate Phone� ��a"a-Qg-q��
A1a M�Ss4���.
T'YPES OF bCGUPANCY _��
�Residential ❑ Commercial ❑ Other
; PERMIT TYPEAND FE�S
New or Replacement System �400.00 �-�-�D ''
Repair Existing System 100.00
(Tanks or Drainfield)
Total S `�f D4 �� 'V 1'�- U S.�'1� 1
1 / 2
, Jul 17, 2015 0237PM HP FaxKlingbergs 9524473982 page 2
*'�qTT�NTtQN APPLi�Afi11'�** =
�� � ; � , � ,r , y ,�.`
F�il irt ail a r�a ri�t� bta�ks ar� Gh�ck a�lt a riat+�boxes. �, ...� f
- �:o�,:_..
I will be installing the following:
Tanks
� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �I�( C�-
— Size of Tanks: Sn ��� � �� ����
Treatment System
Trenches s,f.
� �
Mound C� C �s.f, �OC(� ��� (Q)C(p a�5 �
Gravel less s.f.
Chamber s.f,
NOTE: The contractor is required to provide an As-�uilt of the system before the
final inspeciian.
The undersigned hereby applies t� the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that ali statements made on this
application are complete, true. nd correct.
/��?' �� �,' � �
Signature of Applicant� . Date: /«1�a�S�
MPCA License No.: � (
Staff Review: �Accept ❑ Denied
Reviewer: �
Date:
Reason for Denial:
Comments (to be printed on inspection card};
2 / 2
METRO WEST INSPECTION SERVICES, INC. • 763-479-1720
BOX 248 • LORETTO, MN 55357
CITY OF ���� �
WORKSHEET FOR SEWAGE DISPOSAL WORK
Date
Inspector Building Permit No.
Owner
Property Address �� 7-S�ti.4�j ,¢rK h�.// J�o�l�
Kind of Building c���- � � �•¢y••1�., c�we ll�- s
SSTS Installer License#
Septic Tanks
Material Number of Tanks
Size
Drain Field:
Total length of lines Number of lines
Type of soil Percolation Test
Width of trench Type of filter material
Size of Rock Bed Size of Absorption Area
Draw detailed diagram with measurements indicating distances to septic tank risers from a
permanent structure.
�RG�10 C�!PY
�°�o SEPTIC SYSTEM APPROVAL
y � Street Address: Mailing Address: Telephone: (952)249-4600
`� �� 2750 Kelley Parkway PO Box 66 Fax: (952)249-4616
l�KESH�� Orono, MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us
Address: 3� �� �JS.a.h.4-� /`r� �� lt�d4 Home Phone:
Owner: �vs+tcPoD•r�L �� c `��� Work Phone:
Site Evaluator: �'-/� �'i � 7'�� State License# �e .Z 7
Site Evaluator Phone Number: ZG.�-� 5�'p�3SL�
Garbage Disposal? Yes � Number of bedrooms: '�m"���''�`f Est. gallons per day: �
No�t,.� �'� �
Water meter required? Yes No_ ' Notes: �s� 4
TYPE OF TREATMENT SYSTEM
At-grade system: Gravity trenches system:
Pressurized �� system: Gravity trenches with lift:
Pressurized bed system: Holding tank with alarm:
Number of tanks: " ��� ,� � Septic Tank Sizes: � J�.�� oZ.�OC3 9��
Lift tank size: Pump brand: GPM:� Head:
TREATMENT SYSTEM
Minimum: �d, k �i ,7, � square feet with_�inches of rock below pipe
Type of covering: Fabric:�/' Other:
SEPTIC HISTORY
Compliance Report attached? YES Ntone
City as-built on file attached? YES No, explain
SITE EVALUATION
YES NO N/A
Soils borin s.
At least three soil borings shall be completed for each new drainfield site designed. Each soil boring must be
located within the drainfield site or within close proximity along similar contours such that similar soil conditions are
likel .
For additions to an ISTS, at least one soil borin shail be made in the ex ansion area.
Percolation tests
At least two percolation tests shall be completed for each new drainfield site designed. Each percolation test must
be located within the drainfield site or within close proximity along similar contours such that similar soil conditions
are likel .
For additions to existin ISTSs, at least one ercolation test shall be com leted in the ex ansion area.
Plot Plan. A scale drawin of the entire lot showin the followin :
All ro ert lines and lot dimensions
All existin and ro osed structures
All existin or ro osed well locations or water su I i in
c/ Relative elevations of house, lot corners and drainfield areas
Slo e of round at drainfield sites b contour lines or direction arrows and slo e ercenta es
� Location of all percolation test holes and soil borings with identifying symbols and relative ground elevations of
each
Prima and alternate drainfield areas identified
Distance from primary and alternate drainfield areas to property lines,well locations and any lake, stream, march
or draina e channel within 75 of any art of the se tic s stem.
w:\septic\septic system approval revised 2-2015.docx
Page 1 of 2
s.
M
City of Orono Septic System Approval
ISTS DESIGN
YES NO NA
ISTS design specifications shall include proposed flows or other sizing information, minimum sewage tank
capacity, minimum soil treatment area requirements,a plan of the component layout and all other information
necessary to assure the City that the ISTS is designed and will be constructed to receive,treat and dispose of all
of the sewa e from the buildin served.
Setbacks
Feature Sewa e Tank feet Soil Treatment Area feet
Dee well 50 50
/ Wetland 50 50
� General Develo ment Lake 75 75
/' Recreational Develo ment Lake 75 75
� Natural Environment Lake 150 150
r' Tributaries/Streams 75 75
� Drivewa s, sidewalks, decks and other hardcover 10 10
Pro ert lines, buildin s and buried i es 10 20
Lawn s rinkler s stems 10 10
Sewa e Tanks.
Number of Bedrooms Tanks Liquid Capacities(gallons)
4 r less 1,000+ 1,000 re ardless of arba e dis osal use
5 0 6 1,250 + 1,000 re ardless of arba e dis osal use
r- or 9 1,500 + 1,500 re ardless of arba e dis osal use
10 or more Sewa e tanks shall be sized as other establishments er MN Rules 7080.
Pumping Stations.
In order to standardize installation and electrical connection methods,the following pumping station requirements
must be met in addition to MN Rules cha ter 7080
Electrical connection:
A waterti ht, lockable electrical box must be mounted on a four-inch b four-inch treated redwood or cedar ost.
All electrical connections shall be made within the box. Pump connection must not be made using a direct line
� lu -in onl . Wire ent to the electrical box shall be sealed with a waterti ht material such as foam or utt .
� Alarm and um floats shall be on se arate electrical circuits.
Electrical wire from the power supply must not run over any tanks and must be laid beside the tanks and placed in
� conduit alon the electrical ost.
Electrical cords from the pump and floats must be run through a two-inch PVC(or equivalent)conduit(schedule
� 80)with a one-inch gap between the conduit and the electrical box. Electrical cords must not run through or under
the manhole cover. Wires must not have round contact.
Pum in Chamber:
Pressure pipe exiting the pumping chamber must be laid on a uniform slope up to the soil treatment area for
proper drain back. The pressure pipe must be sleeved and inside a larger diameter pipe for additional support if
spanning ground that has been excavated. If the pipe at the tank must be lower than union to get elevation for
drain back, a one- uarter inch wee hole must be used.
When soil depths above the pressure distribution pipe is less than 3'/z feet, insulation must be added to achieve
/ an insulating factor equal to 3'/z feet of soil to decrease the potential for freezing(Styrofoam or concentric piping
are acceptable methods). Piping under hardcover, such as tennis courts or driveways shall be insulated pipe or
e uivalent.
� A reserve capacity equaling 75%of the anticipated daily flow must be allowed into the pumping chamber between
the alarm activation level and the um tank inlet.
Protection of drainfield area.
Proposed drainfield areas shall be identified and marked off on the lot at the time of the site evaluation and prior to
any construction or grading occurring in the area. The drainfield area shall remain undisturbed until drainfield
construction is commenced. No vehicular traffic shall be allowed in the drainfield area either before or after
drainfield installation.
ACCEPTED DENIED y the Metro West on ehalf of the City of rono subject to existing regulations and the
following conditions: /✓e�]�t.f /I•l �i f' �L �t*� �. c .
Insp ctions required: Ss� ! �oi'f,
x 1. �4�.l��' f /�o ���,v� — p2�� �a� 5.
2. �q.� o�/K � .,.. � f�wK a.f0 6.
p( 3.�'i.,A � �svt� �►a.� �� M7. � 7.
�. ` 2�.s� � a...� A .. C' �oet8.
B : Printed Name: L m/Zb N IC O f7�V t��t! Date: � /
w:\septic\septic system approval revised 2-2015.docx
Page 2 of 2
. � � , U���� ��
� SP TESTING INC. ��
Steven B.Schirmers -951 Katydid Lane NE-St. Michael, MN 55376
Cert. No 627 - State License#394 - Phone 763-497-3566 - Fax 763-497-5U11
www.sptestin�.wastewater@comcaSt.net- SChirmerswastewater.Com
_�..___ .______�_�_-�__--.._.
April 27, 2015 �'"��� o� O��� �
��?�te �5�6 �-
Wooddale Bwlders � -
�Lot 1, Btock 1 Graham ; ���������
Hill Preserve 2"d Addition �
Orono, MN �
� ��
���" � �<:;y����`?� �a�`.���������
This onsite sewage treatment system is designei7"Tt�r a--�'YPe'��-sys�ems��p�-'L,�.__ .__.__�
bedroom home in accordance with the Mennes Pollution Control Agency chapter
7Q80 � local ordinances. ��, �
���^ ��
The soils on this site are a clay loam. The sea�o�aNy saturated soiF, mottled soil
(redax features) were present at a depth of 18"to 22". A pressurized mound system
will be instalted. The bottom of the treatment area must be located at least 3' above
mottled soil.
� .��� �
The percolation rate at a depth of 12"was 12.6mpi.
�
A pumping charnber will need to be installed to lift the effluent to t�treatment area.
The power supply 8� switches must be located outside the manhote 8�umping
chamber in a weather proof enalasure. A warning device must be installed wqth a
light 8� sound device, this is in case of a pump failure. ��.�,;.�
�
The manifold 8� suppfy iine must have baak drainage to the pumping chamber. T '
distribution pipes shall have their ends capped. Be sure the rock 8� sand fill mat
are clean. The sod layer belaw the entire mounded area must be turned over,just
break up the sod. `
If the tanks have less than 2' of cover, the lids, risers 8 maintenance hole covers
must be insulated to a value of R1Q.
Cleanouts for each lateral must be insulated 8� be accessible from finished grade in
an irrigation box with a balt valve.
��.-�yi,� lp0(� � lZ.�(� durn�r2��
1 `- 1 Z�0 �� ��� �a`' ��
, �- . . . � � �
All neighboring wells are located greater than 10Q' away fram the proposed
treatment area.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off befare construction. This
design is not valid 8� the system wilt need to be relocated if#ai[ure to protect the
sites for new an-site sewage systems.
MANAGEMENT PLAN:
The tanks need to be maintained at a minimum of 1 time every 2 years, check with
you pumper to set up a schedule.
System inspected for areas by o�rvner 8� or lnspector as determined by the local unit
of Government.
Any other requirements as determined by the locat unit of Government.
With proper installation & maintenance, this system shoutd have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softners etc.
should be disposed of into the system. Recommend iron filters be diverted out of the
system. Garbage disposals are not recommended. Excessive amounts of soaps,
antibacterial soaps, cleaning agents, shower cleaners used every shower 8� chlorine
agents may kill the bacteria needed to treat septic effluent. Additives are not
recommended. Recommend laundering be limited to 3 to 4 loads per day.
Thank You
��� - �i//�--�
Steven B. Schirmers
r
r � ' �
2015 purplecode Mound Design
www.SepticResource.com {vers 12.6)
Property Owner: Wooddale Builders Date: 4/2b/2015
Site Address: Lot 1, Blk.1, Graham Hill, Orono p�p;
Comments:
instructions: � = site specific input � =adjust if desired � =self-calculated (DO NO7 ADJUST)
�� �5 bedroom Type � Residential System
2� 750 GPD design flow
3> No Garbage disposal ar pumped to septic
a> 2500 Gal Septic tank {code minimum} 2500 Gal Septic tank {design size / LUG req'd)
Tank options: none
s> 1.2 GPD/ft2 mound sand loading rate
6> 10 ft rockbed width 62.5 ft rockbed length
�> 3.0 ft latera!spacing 3.0 ft perforation spacing (maximum of 3 for both}
end feed rrtanifold connection
g) �laterals 60.5 feet long 21.0 perfs / lateral 63 perfs total
(1/2 a perf ineans the first perf starts at the middle feed manifold)
9� 1/4" inch perfs at �feet residual head gives 0.74 gpm flaw rate per perforation
for this perf size Fz spacing, �x pipe size on line 12, max perfs/lateral= 25 , tine#8 must be less --> OK
ia� 4.0 doses per day (4 minimum)
>>> 188 gallons per dose (treatment volume}
iz� 2.Oa inch diameter faterals (or smaEler) will meet"5x pipe volume"
2.00 inch diameter laterals (or smaller) must 6e used to meet"4x pipe volume" requirement
2.00 inch diameter iaterals (or smaller) will meet"3x pipe volume"
i3y 25 feet of 2.0 inch supply line leads to �gailons of drainback volume
(Tip: "top feed"manifold to control the drainback)
ia� 192 gallons 70TAL pump out volume (treatment+drainback)
is> 6 feet vertical lift from pump to dispersal area, teads to a:
i6} 47 GPM C� 13 feet of head, Pump requirement (note: >SOgpm may require an extra 3-6'of head)
��� 1250 gal Dose tank (code minimum) 125� gal Dose tank (design size / LUG req'd} at 20.00 gpi
leads to a ,
is� 9.6 inch swing on Demand fioat, or timed dosing of 4.1 min ON (confirm pump rate with drawdown
(to deliver Average flow, 66%of Peak design#low) B9 hrs OFF test and adjust as necessary)
i9� 12 inches from bottom of tank to "Pump OFF"float
20� 22 inches#rom bottom of tank to"Pump ON"fioat, or 12 inches to'Timer ON"float if time dosed
zi� 25 inches from bottom of tank to"Hi Level"float, or 35 inches to"Hi Level"float if time dosed
zz� 750 gallons reserve capacity {after High Level Alarm is activated)
, � ,
z3� 0.45 gpd/ftz Absorption area Soil l.oading Rate, which gSves a mound ratio of 2.7 {minimum)
(this must match khe soil boring tog) desired mound ratio 2.7
za� 10 percent site slope (0-20% range) 10 (%downslope site stope, if different than upslope}
2s� 18 inches, or 1.5 ft. to Redox or other limiting condition (need at least 12"to be a Type I)
Treatment zone contains�0 inches of 0%soil credit, and �0 inches of 50% soil credit. Giving a:
z6> 18 inch, or 1.5 ft. Sand Lift Mound CRETICAL FOR FUTURE CERTIFICATIONSj�!
z�} 27.0 ft.Total ABSORPTION width (sand beyond rockbed)
zs> O.Q ft. upslope and sideslope
17.0 ft. Downslope
Individual slope ratios give BERM widths (topsoiE beyond rockbed)of:
z9} 4:1 upslope ratio 10 ft. upslope berm
so� 4:1 sideslape 18 ft. sideslope berms
3�� 4:1 downslope 30 ft. downslope berm
s2� Overatl Dimensions: 10 ft. wide by 62.5 ft. long Rock bed
50 ft. wide by 99 ft. long Mound footprint
�., jI�S�C�it�t� (�'�p�'
1 H" cov�r on top
!J slo berrn �� Rd�rmslo e berm 3�
.---
�2" ctiver o� sides
�, {6"lnamy cap&6"topso4)
� � Gtea�� sanc� tift
_ 1.5 D��ti� t� f..ir7��i:i���
�_���tftir�� Canc�itTc.�n �'�"�'---�----.��.�_�.. .,.__
Absor tion Vuidth �,.��z7.o .��.___.,__ __...__�__._� __
Note:
For 0 to 196 slapes, A6svrpt�'ean �dtfi is measured fr�m tl�e B�dequatly in bath directions.
Fo�stopes >1�, �d6svrptt�n t�ir�'th is me�sured dawnhitt from the upsle�pe erf�e of th� B�c�
s3� Rock Bed:
10 ft. by 62.5 ft. by r_�inches under pipe, ptus 20%gives 28 yd' or"1,4= 39 ton
3a� Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired)
30.0 up + 136.9 downslope + 18.1 ends+ 46.3 under rock= 278 yd'or"1.4= 389 ton
plus 20%
3s� Loamy Cap:
4b ft. by 95 ft. 6" deep, plus 20%�ives 97 yd'or"1.4= 136 ton
36) TopsoiL•
50 ft. by 99 ft. b"deep, plus 20%gives 910 yd'or"1.4= 154 ton
I hereby certify that 1 have completed this work in accordance with all applicable ordinances, rules and laws.
�� � ���
�.� �'-���-�1t�� Y�C.. 3�l� 4/26/2015
Designer Signature Company License# Date
1 � �
Installer Summary
2500 galton Septic tank (minimum) Tank options: none
1250 �allon Dose tank {minimum) at 20.00 gpi
47 GPM C� 13 ft. of head, Pump required
9.6 inch swing on Demand float or 4.1 minutes ON time & ��hours OFF time
22 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float
25 inches from bottom of tank to"Hi Level Alarrri'float
25 ft. of 2.0 inch supply line with end feed manifold connection
• (7ip: "top feed" manifold to control drainback)
18 inch, or 1.5 ft. Sand Lift Mound
10 ft. wide by 62.5 ft. long Rock bed
3 laterals 2.00 inch diameter 60.5 ft. long 3.0 ft. lateral spacing
1/4" inch perfs 3.0 ft. pertoration spacing
No Effluent filter Fz alarm
3 ctean out£t valve box assem6lies
27.0 ft.Tota[sand ABSORPTION width (sand beyond rockbed) (minimum)
0.0 ft. upslope and sidestope
17.0 ft. Downslope
Specific slope ratios give BERM widths (topsoil beyond rotkbed)of:
4:1 upstope ratio 90 ft. upstope berm
4:9 sidesiope 18 ft. sideslope berms
4:1 downslope 30 ft. downslope berm
4" inspection pipe
1$" cover �n tap
Upsto e berm �� Do4vnsto e berm 30
12" cover an sides
�r�--'''�� � �(S"loarny cap&6"topsoil)
1.5 Ctear� s�r�rl lift
--..
.. 1.5 De��h tra LiiYiitif��
Lirr�iti�-�� Conr#if_�on..__ _.�`_� �-- .�..__ _ ---_._.�
Absor tion Width 27.0 ���—-���'_ �-_���__ _--.��..
N�te:
Fnr 0 ta 1:� slc�pes, A,6sorption Wtdth is meas�ired frt�m the Bedeq��alty in bath directions.
For sEapes >1�, Absvrptfon Wir�th is mQasur�d dc�wnttitl fram the upslope ed�e of th� B�d.
Rock Bed: 28 yd3 or"1.4= 39 ton 9 in�hes under pipe
Mound Sand: 278 Yd3 or"1.4= 389 ton calculation based on 3:1/4:1 stape from top of rockbed
Loamy Cap; g7 yd3 or'1.4= 136 ton 6"deep
Topsoil: 110 yd3 or`1.4= 154 ton b"deep
� INSPECTOR CHECKLIST - mound
Lot 1, Blk.1, Graham HiIE, Orono
� WELL setbacks: 20'to pressure tested sewer tine (5 psi for 15 min)
50'ta everything 100'to dispersal area with shallow welt
PROPBRTY LINES setback: 10'to everything
Road setbactc: auter ditch, or 33'from center of township road, or 65'from center of cnty road
LAKE/BLUFF setback: 20'for bluff. Lalces: GD�, Rd_, NE_ Protected wetland
Building setbacks: 10'for everything, 20'for dispersal area.
WATER LINE under pressure se 1 Q'to bed,tank & sewer line. (else sewer line > 12"below)
� Sewer line Ft baffle connection (no 90's, 3' between 45's, slope min 1"in 8', max 2"in 8')
(no depth req's, clean out every 100', Sch 44 Q26b5 or F891}
� Sepric tank and risers (water tight, insulated, proper depth, existing verified by pumping)
mfg 25Q0 gallons none
Riser over outlet, riser over inlet, 6"+ inspection pipe over any remaining bafffes.
tJo effluent filter& aEarm
Dose tank nsers and piping (water tight, insulated, proper depth, drainback)
mfg 1250 gallans
� dose pump 47 �pm 13 head VERIFY PtJMP CURVE 4.1 min ON 9 hr OFF
� float settirtg drop 9.6 inches
LABEL pump requirements and drawdown on riser or panel
Cam lock, weep hole, supply line access (no hard 90, pipes reachable from grade - 30")
suppiy pipe sloped 1/8"+, supported by sch40 sleeve, and buried 6"+.
splice box / control panel / electrical connections
flow measurement: CT, fTM, time dosed, home water meter
B mound rock dimensions 10 X 62.5
Sand lift depth 18 in�hes. (Jar test : 2"sartd leaves < 1/8"silt after 30 min)
� Absorption Sand beyond rock 0.0 upslope 17.0 downslope
� Bermed topsoil beyond rockbed 10 upslope 18 sidestope 30 downslope
� cover depth of 12-18"+ VERIFY
3 laterats {1-2'from edge of rock)
2.00 inch pipe size
3.0 ft lateral spacing
8 1/4" inch perforations (smailer is ok)
3.0 ft perforation spacing
Air inlet at end of taterals, and at top feed manifold. VERIFY
clean outs (no hard 90's)
4"inspection pipe to bottom of rock, anchored VERIFY
Abandon existing system if necessary �Re-use existing tank certification
monitoring plan and type
well abandonment form if necessary
� Percolation Data Sheet
1. Contact Inforrnation
Property Owner: Wooddale Builders
Site Address: Lot 1, Block 1, Grahman Hill Preserve 2nd Add., Orono
2. General Percolation Information _
Diameter 6 in Date prepared and/or soaked: 4/96/15
Methad of scratchtng sidewa!!: Knife
Is pre-soak requiried'`? Yes "Not required in sandy soi(s
Soak` start time: 10:QOam Soak* end g;00pm #VALUE! hrs of soak
time:
Method to maintain 12 in of water during soak automatic siphon
3, Percotation 7est Data •
Test hole: #1 Location:
Date reading taken: 4/16/t5 Elevation: 1011
Starting time: 9:42 Depth*':�2 inches
Soi€ texture descri tion:
De th in Soil Texture '`* 12 inches for mounds & at-grades,
clay loam _ depth of absorption areo for trenches &
�--------r— beds
( _ 1_ _ i
Reading ! Start Time End Time Start Reading End Reading Perc rate % Qifference
(in) (in) � (mpi) ( Last 3 Rates Pass
1 9:12 9:42 6.00 ' 3.50 12.0 NA Nq
2 9:49 10:19 6.00 LL 3.62 9 2.6 NA � NA
3� 1fl:20 10:50 6.00 3.62 'f2.6 4.8 Yes
. _� __ — _
Chosen Percolation Rate for Test Hole#1 12.6 mpi
Additional percaEation test data may be inctuded on attached pages
Qesign Percolation Rate (maximum of al! tests) = 12.60 mpi
Additional Percolation Data
Percolation Test Data
Test ho[e: #2 Location:
Date reading taken: 4/16/2�15 Etevation: 1010
Starting time: 9:13 Qepth"*: 12 inches
Soif texture description: *" 12 in, for mounds Fr at-grades, depth
Depth (in) Soil Texture of absorption area for trenches and beds
Q - 12 loam
Readin� Start Time End Time Start Reading End Reading Perc rate % Difference pass
(in} (in} (mpi) �ast 3 Rates
1 9:13 9:43 6.00 1.75 7.1 NA NA
2 9:48 10:18 6.40 1.87 7.3 NA — NA
--_ --- ___� �_ _.
3 10:21 10:59 6.00 2.00 7.5 5.9 Yes
�
Chosen Percolation Rate for Test Hole#2 2.0 mpi
Percolation Test Data
Test hole: #3 Location:
Date reading taken: 4/16/2015 Elevation: 1003.8
Starting time: 9:14 Depth"": 12 inches
Soil texture description: *k 12 in. for mounds £t Qt-grades, depth
Depth (in) Soil Texture of absorption area jor trenches and beds
0 - 12 clay toam
Start Reading End Reading Perc rate % Difference
Reaciing Start Time End Time Pass
(in) (in) (mpi) ; Last 3 Rates
1 9:14 9:44 6.00 1.50 6.8 NA NA
2 � 9:47 10:17 6.00 1.62 6.9 NA NA
3 10:22 10:52 6.00 � 1.75 7.1 3.7 Yes
Chosen Percolatiort Rate for Test Hole#3 7.1 mpi
I � '
�Additional Percolation Data
Percolation Test Data
Test hole: #4 �ocatian:
Date reading taken: 4/16/2015 E►evation: 1003.7
Starting trme: �r9;15 Depth'`": (— 12 inches
Soit texture description: ** 12 in. for mounds & at-grades, depth
Depth (in) Soil Texture of Qbsorption area for trenches and beds
0 - 12 ,loam
--------------�
Start Readin� End Readin� Perc rate % Difference
Reading Start Time End Time ��n) (in) � {mpi) Last 3 Rates Pass
1 9:15 ' 9:45 6.00 2.50 ' 8.6 NA NA
� ____ - - -----
2 �I 9:46 10:16 � 6.00 2.62 8.9 NA NA
3 � 10:23 10:53 6.Q0 2J5 9.2 7.1 Yes
Chosen Percolation Rate for Test Hole#4 9.2 mpi
Percolation Test Data
Test hole: #5 Location:
Date reading taken: Elevation:
Starting time: Depthk`: inches
Soi[ texture descriptton: ** 12 in. for mounds & at-�rQdes, depth
Depth (in) Soil Texture of nbsorption area for trenches and beds
_ I
-�—
f
� Start Reading End Reading Perc rate % Difference
Reading Start Time End 7ime ���} (in) {mpi) Last 3 Rates Pass
1 I NA NA
------ ---- --_ - --- ---
2 NA NA
- 3 ------—
_ __ .�� _ --
Chosen Percotation Rate for Test Hole#5 mpi
UNIVERSITY ��
4STP Soil 4bservation Log
�F MINNESOTA Pro�ecr i�: � �z.o�.z�a ��=����.`�
Client/ Address: Wooddale Builders, L1,Blk1. Graham Hill, Orono Legal Description/ GPS:
Soil parent material(s): (Check ali that apply) ❑ Ouhvash ❑ Lacustrine ❑ Loess � Till ❑ Alluvium ❑ Bedrock ❑ Organic Matter
Landscape Position: (check oney ❑ Summit ❑ shoulder []✓ Back/Side Slope ❑ Foot sloPe ❑ Tce slope Slope shape LL
Vegetation grass Soil survey map units HcC2 SEope% 14.0 Elevation: 1011
Weather Conditians/Time of Day: Clear 11:30am Date 04/15/16
Observation#/Location: #1 Observation Type: Auger
p � � Rock � } � � � � � � I-------- Structure-----------I
De tf� in Texture Fra % Matrix Color s Mott[e Color s Redox Kind s Indicator s
�• Shape Grade Consistence
0 - 12 clay loarn ' 10YR 3/3 Prismatic Moderate Friable
12 - 18 clay loam 10YR 5/3 Prismatic Moderate Firm
18 - 28 � day loam 10YR5/3 10YR 6/$, 10YR 7/1 �Oncentrations, ST prismatic , Moderate Firm
depletions
28 - 34 clay ioam 10YR 6/3 90YR 6/8, 10YR 7/1 Concentrations, S1 Prismatic Moderate Firm
depletions
--- - - — — - - -- -------_._.�
, I
34 -48 , loam 10YR 6/3 10YR b/8, 10YR 7/1 Concentrations, St prismatic Weak Friable
depletions
i
I
Comments
- I hereby certify that I have completed this work in a nce with all appiicable ordinances, rules and laws.
�{ eu.�,Sc.�r�f nr,�.✓s � U-�-, �`-�'�------_.__ 3°�`� `�-2� ✓'�
(Designer) (Signature) License# (Date) ',
,
Additional Soil Observation Logs `�� '�` � � ��
"��:r�.vvnr -r.
"�'�r:t acnnr�r
Project ID: �.b.:�:>r.�,,�; _;=;�;�;-�;,,�.-
Client/ Address: Wooddale Builders, L1,Blk'f. Graham Hill, Orono Legal Description/ GPS:
Soil parent material{s): (Check all that appEy) ❑ outwash ❑ �acustrine ❑ �oess [] �iu ❑ al�uv�um ❑ Bedrak � organic Matter
Landscape Position: (check one) ❑ Summit ❑ shoulder � Back/side Slope ❑ Foot Slope ❑ Toe slope Slope shape
Vegetation grass Soil survey map units HcC2 Slope% 10.0 Elevation: 1010.4
Weather Conditions/Time of Day: Clear 11:30am Date 04/15/16
Observation #/Location: #2 Observation Type: Auger
Depth (in) Texture Rock Matrix Color(s) Mott[e Color{s) Redox Kind(s} Indicator(s) I--------Structure-----------I .
Fra�. % Shape Grade Consistence
0 - 1d loam i 10YR 3/3 E Granular Weak Friable
10 - 14 clay loam 10YR 4/2 Prismatic Moderate Firm
14 - 20 day Ioam 10YR 5/3 Prismatic Moderate Firm
20- 30 clay loam 10YR 5/3 iOYR 6/8, 10YR 7/1 Concentrations, 51 Prismatic Moderate Firm
_ depletians
30 - 42 loarn � 10YR 613 10YR 6/8, 10YR 7/1 Concentrations, S1 Prismatic Weak Friable
_-..r-__- -_ de letions
I � f
Comments
Observation#/Location: #3 elev. 1003.8 Observation Type: Auger
Depth (in) Texture Rock Matrix Color(s) Mottie Coior(s) Redox Kind(s) Indicator(s) �""""Structure-----------I
Frag. % Shape Grade Consistence
0 - 10 clay loam � 10YR 3/3 Prismatic Moderate Friable
10- 18 clay loam 10YR 4/3 Prismatic Moderate Firm
�
18 - 30 clay loam 10YR 4/3 10YR 6/8, 10YR 7/1 Concentrations, S1 Prismatic Moderate Firm
_ de Eetions
� ' Codeplet onsns ___ -- -----_ _-- ----._---
30_36 loam 10YR b/3 � tOYR 6/8 10YR 7/1 51 Prismatic Weak , Friable
__ ' --- -- -- - - I
� I
i
Comments
UNIVERSITY OSTP Soi[ Observation Log `
OF �INNES�TA Project ►D: v �z.o�.24 �� ����•.:.,ti�-
Client/ Address: Wooddale Buitders, L1,81k1. Graham Hill, Orono Legal Description/ GPS:
Soil parent mateRal{s): (Check all that app[y) ❑ outwash ❑ Lacustrine ❑ l.oess ❑� Till ❑ Alluvium ❑ Bedrock ❑ organic Matter
Landscape Position: (check one) ❑ Summit ❑ Shou�der � Back/side slope ❑ Foot S�ope ❑ Toe Siope Slope shape LL
Vegetation grass Soil survey map units HcC2 Sfope% 10.0 Elevation: 1003.7
Weather ConditionslTime of Day: 11:30am Date 04/15/15
Observation #lLocation: #4 Observation Type: Auger
Rock I-------- Structure-----------I
Depth (in) Texture Frag. % Matrix Cotor(s) Mattle Coior(s) Redox Kind{s) Indicator(s) Shape Grade Consistence
0 - 10 ( loarn � 10YR 3/3 Granular Weak Friable
� - - —
10 - 22 clay loam 10YR 4/3 Prismatit Moderate Firm
,
22 - 28 cfay loam 10YR 5/3 10YR 6/8, 10YR 7/1 Concentrations, 5� prismatic Moderate Firm
depletions
28 - 32 loam 10YR 6/3 10YR 6/8, 10YR 7/1 Concentrations, 5� prismatic Weak Friable
depletions �
_ -- - ^ .�--
32 - 38 silt loam 1QYR 6/3 10YR 6/8, 10YR 7/1 Concentrations, S� Btocky Weak Friable
depletions
�
_ -- -- - - - _ --
�
� � �
Comments
I hereby certify that i have completed this work in accordance with all applicable ordinences, rules and Iaws.
"- ��e�.Q�r� SC�n���.aJS .����-. ��. ����'z ��`� �--��7-4 S
(Designer) (Si�nature) License # (Date)
• • ~2�r�Y;r�;��,�N.,.�..,
Add�t�onal Soil �bservation Lo�s �£:W�c��- �.
z rz�n�w��N�
Project ID: ����a< <=fi-y� -��.:.,��.:
Ciient/ Address: Wooddale Builders, L1,Blk1. Graham Hi(l, Orono Legal Description/ GPS:
Soil parent material(s): (Check al!that apply) ❑ Outwash ❑ Lacustrine ❑ Loess ❑ Tilf ❑ Alluvium ❑ Bedrock ❑ Organic Matter
Landscape Position: (check one} ❑ summit ❑ snou�der Q✓ Back/Side Slope ❑ Foot slope ❑ �'oe siope Slope shape
Vegetation grass Soil survey map units NcC2 Slope% 10.0 Elevation: 1014.3
Weather Conditions/Time of Day: 11:30am clear Date 04/15/15
Observat�on#/Location: #5 Observation Type: Auger
Depth (in) Texture Rock Matrix Color(s} Mottle Color(s) Redox Kind(s) Indicator(s) I-------- Structure-----------E
Frag. % Shape Grade Consistence
0 - 6 � loam 10YR 3/3 Granular � Weak � Friable
b - 92 clay loam 40YR 4/3 Blocky Maderate Firm
-- �
1Z - 20 clay loarn 10YR 5/3 Prismatic Moderate Firm
Concentrations °
20 - 28 clay loam � 10YR 5/3 10YR 6/8, 90YR 7/1 ' S1 Prismatic Moderate Firm
I de letions ,
— � _ -
28 - 36 � toam 10YR 6/3 90YR 6/8, 10YR 7/1 Concentrations, S9 � Prismatic Weak Friable
__ __—___ _ � deptetions
�
Comments
Observation �#/Location: #6 elev. 1005.4 Observation Type: Auger
Depth (in) Texture Rock Matrix Color{s) Mottle Cotor(s) Redox Kind(s) fndicator(s) I-------- Structure-----------1 I
Frag. � Shape Grade Consistence
0 - 12 clay loam ! 10YR 3/3 I ,I Prismati� Moderate FRabie
__._�.�_ _ _ 1 — I �_.----.—
12 - 20 day loam 10YR 4/3 � Prismatic Moderate Firm
' Concentrations - --
20 - 32 clay loam 10YR 5/3 10YR 6/8, 10YR 7/1 � ' S1 Prismatic Moderate Firm
_ � ___ __�deptetio_n_s
Concentrations, � �
32 - 36 clay loam 10YR b/3 10YR 6/8, 10YR 7/1 � S1 Prismatic Moderate Firm
— --- -- -- de�letions--
-1----- —
_ �
�
. f + i --
Comments
� 3-]6 ■ SECTIQN 13: Forms and Reference
UNIVERSITY ,
4F MINNES4TA Sept�c System �Best V
Management Practices
Septic systems protect human b.ealth and the environtnent by safely recycling wastewater and returning it to the natural
environment.It is your job as the homeowner to be sure this happens effectively and safely.As with your car,regular
maintenance and attention is needed to keep it operating efficiently in a cost effective manner.
Sep�ic Taak Soii'I�reatment Area: lYench or M
Functions: Functions:
• Separates into three layers: scum(sfuff that floats), • Soil organisms destroy pathogens(bacteria,varuses).
sludge(stuffthat sinks),and the liquid. • Remove phosphorus,reduce nitrogen content.
• The soiids and scum are held until removed by the • Recycle clean water into the soiI and ground water.
maintainer.Anaerobic bacteria work to break down Water apd nutrients enter the ground water,evaporate
wastes,prepare the liquid for the drainfield, through plants,and are used by plants.
• The Iiquid is deiivered to the soil treatment area to Best managementpractices:
complete the treatment process. • Maintain ve eta#ive cover iurf
g ( grass,native grasses,
• If soIids are not removed,they can end up in the soil flowers).Mow,but do not fertilize,burn or over-water,
treatment area,causing(often irreparable)damage. • Keep ali vehicles,bikes,snowmobiles,etc, off.
• Factors that inccease frequency of pumging:use of • Do not plant trees or shrubs near drainfield.
garbage disposal,water treatment unit that discharges • Inspect.for cracked,missing inspection pipe covers.
into the septic system,in-l�ome daycare or other reason • Follow practices to prevent freeziug, inciuding
a large numher of people are present most of the time, muiching tlie entire system if needed.
iaundry on the 2nd flnor,excessive use of water and
strang cleaning products. Household Best Management Practices
Best management practices: Mana e water use:
• Tanks need to be evaluated every two to tluee years • Repair a111eaking faucets,toilets,fixtures. �
and pumped if necessary. Some counties require • C��ge to Iow flow toilets,showsr heads,
pttmping on a specif ed basis.New homes—pump • Reptace appliances wit}i low watar use models.
within 3-12 months of accupancy the fust time. • Spread water uses evenly throughout the day and week..
• Never ai[ow a tanlc to be cieaned through the inspection • Re-route clean water sources:water softener,freatment
pipe.This is not allawed by code,and it does not ailow �i�recharge water,high efficiency fiunace drip,sump
a good cleaning ta occur. Scum can plug the baffle, P�ps to separate drainage area.
ba#�es can be Irnocked off.Tanks shouId oniv be Watch what.goes down the drerin•
cleaned fhrough the manhole or maintenance hole. • '��toilet is not a garbage can—nothing shautd be
• Be sure baffles,effluent screen,p�unps and other flushed except human waste and toilet paper.
components are inspected when the tantc is pumped. • Excess medications—retuzn to pharmacy or land-fill.
• Install risers on the man}iole covers to allow easier • Limit oi eiiminate drain cleaner use.
access.Insulate the cover and secure tightly. • Do not use automatic toilet cleaners,disposable brushes.
• An effluent screen will prevent most solids fram • Do not iise every-use or autamatic shower cleaners.
reaching the soil treatment area.Install and clean • No hazardous waste,paints,solvents, chemicals.Use
according to manufacturer recommendations. disposable paint brushes.
• Never use additives.The cleaners are harmfui to your • �l��ate or limit use of garbage disposal.
system.They do not replace goad mat�agement • No chlorine treated water such as from hot tubs.
pzactices. Starters and feeders are not effective. Mana e roduct use:
• Waruing;NEVER go into a sept�c tank—there are • M��ze use of anti-bacterial soaps,cieansers.
dangerous gases and no oxygen! • Detergents:measure accurateiy,use as little as possible.
� Do not ignore alarzns—troubleshoot the problem. • Limit use of bleack-based cleansers.
Septag�-the solids from the tanlc are nsually land-applied.Lime is added in the truck to destroy pathogens and help
controI odors. Septic pumpers must foIlow strict guidelines to protect public safety and water quality. Septage disposal is
managed by the MN PolIution Control Agency(MPCA}and the Environtnental Protection Agency(EPA). �
For more information:Order the Septic System(?wner's Guide.Ca[1 SU0=876-8636 or go to http://shop.extension.umn.edu.
Onsite Sewage Treatment Program web site: h ://se tic.umn.edu.University o£Minnesota Extension h ://www.extension.urnn.edu.
Written by Valerie Pra�c,Regional Extension Educator,6/07
�2008 Regents of the University of Minr�esota.All rights Reserved The University of Minnesota is an equaj oppoitunity educator and employer.This material can bc
madn.avoilnf.lo:..e1•e...,,,q..e r.__._e,_.._ � n . . .
SECTiON 93: Forms a�d Reference ■ �3-]7
UAT��ERSITY�° :
OF IVIINNESQTA
Septic System Management Plan
for Below Grade Systems
'The goal of a septic system is to protect human health and the environment by properly treating
wastewater before returning it to ihe environment. Your septic system is designed to kill harmful
organisms and remove pollutants before the water is recycled back into our lakes, streams and
groundwater.
This management pian will identify the operation and maintenance activities necessary to ensure
Iong-term performance of your septic system. Some of these activities must be performed by you, the
homeowner. Other tasks must be performed by a licensed septic maintainer or service provider.
However,it is YOUR respoc�sibility to make sure all tasks ge;accomplished in a timely manner.
'I'he Univcrsity of Minnesota's Sepric System Owner's Guide contains additional rips and
recommendations designed to extend the effective Iife of your system and save you money over time.
Proper septic system design,installalion,operation and maintenance means sc{fe and clean wuter!
Property Owner
Property Address ProPerty ID
System Designer ,r� _Q� ��� �L Phone
� ��� — °i? —3 5�l�.V
System Installer
Phone
Service Provider/Maintainer
Phone
Pemutting Auttzority !.�'��,( �.G. C�z,c94J C� Phone
g S a — a.y�r —4 t�caca
Pemiit#
Date Inspected
Keep ttiis Management Plan with your ;Septic Sysfem Owner's Guide. 'I'he Septic System
Owner's Guide includes a foider to hold maiiitenance records including pumping, inspection and
evaluation reports. Ask your septic professionaf to aiso:
• Attach permit information,designer drawings and as-builts of your system,if they are available.
• Keep copies of all pumping records and other maintenance and repair invoices with this document.
• Review this document with your maintenan.ce professional at each visit;discuss any changes in product
use, acfivities,or water-use appliances.
Por a copy of the Septic System 4wner's Guide,call 1-800-876-8636 or go to http;//shop.extension.umn.edu/
http://septic.umn,edu
v�ion bfiar�aia
�3-$L� ■ SECTION 13: Forms and Reference
UNI�ER�IZ,� S'eptic S'ystem Management Plan
for Above Grade Systems �
OF MINNESOTA
Your.Septic System
0 ❑ �s +�
��"' �aa=
.-r:
>�.
:��
�+o�tUoi�oira+aorra oi�;itai ifAdi.
�� �� �
taw.�� .kpyp� . „p,,,�. -s -'t � s� - �.
:"M"'�._ '..'� T �-^ �t :L,
�k 1�-��r� CS �, p�5�., f ,,C� � s c�; c i.: 'ti
.-i'm�njnar�i r ;� s:������r��C�llvl�t��r+f��t�2�+� r����iti��e��r.i ti� � . -
' ..l�LS���f`� tr J`La���
{5.��.�,���;�y Z���..4z�tsl,�tT�y Lt _?���13�f F ���; ^y.� .
t•➢c v��J�:« t �< ��rji�� '��ZC��" �Ni f ? l�,�ii }.
�Y�^r iki ��. � a'F�r 5 1���u'�P : �'}� W�.
�` .s`<���`�,r,. ��. -:�!�t,���,� 'r�r�'�'��-S� �`'��'`�
_ �
Septic System Specitics
Systezn Type:Q.I�II oIIt QIV*Q V* ❑ System is subject to opezating permit*
� System uses W disinfection unit*
{Based on MN Rules Chapter 70802200—2400} Type of advanced treatment unit
*Additional Management Plan required
Dweiling Type Well Construction
Number of bedroom.s: 5 Well depth(fi):
System capacity/design flow(gpd): �_ �Cased weIl Casing depth:
Anticipated average daily flow(gpd): �?,� �Other(spec'sfy):
Comments Distance from septic(ft):
Business7 What type? Is ttxe well on the design clrawing?�Y Q N
Septic Tank
One tatxk Tank volurne: gallons y� Pump Tank a c� gallons
Does tank have two compartments?QI'�N d Effluent Pump make/model: ���
Two tanks Tank volume: � U gallons Pump capacity�_GPM
❑ Tank is constructed of TDH_� Feet of head
Effluent Screeu type: �! Alarm location �-�9+�S�i
Soil Treatment Area(STA)
Mound/At-Grade area(width x length): �o ft x.�_y_$ � Cleauouts or inspection ports
Rock bed size(width x length): !v ft x �3ft Surface water diversions
Location of additional STA:�D�.t9� 5�.•�4'�i Additional STA not available
-2-
SECTION 13; �orms and Reference ■ � 3.79
``tJNIV$RSZT� :; Septic System Manugement Plan
OF MIN�tESOT`A .for Below Grade Systems
._ , : ;
Homeowner Management Tasks
, These operation and maintenance activities are your responsibility. Use the chart on page 6 to
, track your activities.
'�, Idenrify the service intervats recommended by your syste�designer and yaur Iocal government.
The tank assessment for your system will be the sbortest intervai of these three i�tervals. Youz
pumper/maintain�r wilI determine if your tank needs to be pumped.
, System Designer: check every�'�onths
' Local Governmenr check every mQ��s MY��needs to be checked
', State Requirement: check every 36 months every �_months
', SeasonaIly or severai times per year
', • Leaks.Check(listen,look)for leaks in foilets and dripping faucets. Repair leaks promptly.
' • Surfacing sewage. Regutarly check for wet or spongy soiI around your soil treatment area. If
� surfaced sewage or strong odors are nat corrected by pumping the tank or fixing broken caps and
leaks,cail your service professionat. Untreated sewage may ma]ce humuns and animals sick.
, • Alarms. Alarms signal when there is a problem; contact your maintainer any time the alarm
', signals.
', • Lint filter. If you have a lint filter, check for lint bvitdup and ciean when necessary. Consider
, adding one after washing maclune.
, • Effluent screen. If you do not have one, consider having one installed the next time the tanlc is
' cleaned.
Aanually
', • Water usage rate.A water meter can be used to monitor your average daily water use. Compare
, your water usage rate to the design flow of your system(listed on the next page). Contact your
�, septic prafessionat if your average daily flow over the course of a month exceeds 70% of the
, design fIow for your system.
', • Caps.Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least
, every fall.Fix or replace damaged caps before wznter to help prevent freezing issues.
, • Water conditioning devices.See Page 5 for a list of devices.When possibie,program the recharge
frequency based on water demund (gallons) rather than time {days). Recharging too frequently
may negatively unpact your septic system.
• Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any
, major changes with your pucnper/maintainer.
', During esch visit by a pumper/maint$iner
', • Ask if your pumper/maintainer is licensed in Minne�ota.
', • Make sure that your pumper/maintainer services the tank through the mauhole.{NOT though a 4"
' or 6"diameter inspection port.)
• Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4.
, � , ,
� UN I V ER S I TIr Septic System Management Plan ' " "
Q� �INNES4TA .forBelowGradeSystems
=-w
Professionai Management Tasks ��
These crre the operation and mainten4nce activities that a pzanper/maintainer performs ta help ensure
long-term performance of your system. Professionals should refer to the 4/M Ma�unl for detailed
checklists for tcmks,pumps, alarms and other components. Ca11800-322-8642 for more details.
• Wntten record provided to homeownec after each visit.
Plumbing/Source of Wastewater
• Review the Water Use Appliance Chart on page 5 with homeowner. Discuss any changes in
water use and the impact those changes may have on the septic system.
• Review water usage rates(if available)with homeowner.
Septic Tank/Pump Tanks
• Mcmhole lid. A riser is reeommended if the tid is not accessible frozn the gro�md Surface Insulate
the riser caver for frost protection.
• Liquid level. Check to�nake sure the tank is not leaking.The tiquid level should be level with the
bottom of the outlei pipe.(If tlte water level is below the bottom of#he outlet pipe, the tar�lc may
not be watertight. If the water Icvel is higher than the bottom of the outlei pipe of the tank, the
effluent screen may need cleaning,or there may be�onding in the drainfield.)
• Inspection pipes.Replace damaged caps.
• BcrJjles. Check to matce sure they are in p��d�����d that inlet/otrtlet bat�les are elear
of buildup or obstructions.
• E�`luent screen. Check to make sure it is in place; clean per manufa�tw.er recommendation.
Recommend retrofitted installation if onc is not prescnt.
• Adarm.Ver�fy that the alatm works,
• Scum and sludge. Measure scum and sludge in each compartment of each septic and pumP tank,
purnp if needed.
Pump
• Pump rmd controls. Check to make sure the pump and eontrals aze operating correctly.
• Pump vault. Check to malce sure it is in place;clean per manufacturer recor��endations.
• �ilarrn. Verify that the alatm works.
• Drainback Check to makc sure it is ogera.fiing properlY,
• Event counter or run time. Check to sec if th.ere is an evcnt courtter or run ti;ne log for the pu�np.
If there is ane, calculate the water usage rate and compaze to the anticipated average dai�y flovs,
]isted on Page 2.
Sait Treatment Area
• Inspection prpes.Check to make s�they are properly:capped.R�pl��ps that are damaged,
• Surfacing of e�}Zuent. Check for surfac�d ef�tuent or other signs of problems.
• Gravity trenches and beds.Check the number of gravity trenches witl�ponded effluent. Tdentify
the percentage of the system in use.Deterrnine if action is needed.
• Pressure trenches and beds-Lateral flushfng. Check iaterat distribution; if cleanouts exist, flush
and clean as needed.
A!l other components—�inspect as iisted 6ere:
� -4-
SECTiON 13: Forms and Reference ■ � 3-8�
��1:IVER�ITY-:. Septic System Management Plan `'
" ' for Below Grade Systems
oF MI�v���o�rA
Water-Use Appliances and _ �� ;, ;;�
Equipment in the Home
Appliance Impacts on System Maaagement Tips
• Uses additional water. . Use of a garbage disposal is not recommended.
. Adds solids to the tank. . Minimize gazbage disposal use.Compost instead.
Garbage disposal � ��ely-ground sokids may not settle. . To prevent solids from exiiing the tank,have your
Unsettled solids can exit the tank fank pumped more frequentiy.
and enter the soii treatment area. . Add an e�luent screen to your tank.
• Washiug several loads on ona day • Choose a front-loader or water-saving tap-loader,
uses a lot of water and may overload these units use less water than oider models.
your system. . Limit tlie addition of extra solids to your tank by
• Overloadiqg your system may using liquid or easily biodegadabie detezgents.
Washing machine Prevent soiids from settling out in . ��ll a tint fiiter after tha washer and an effIusnt
the tank Unsettled solids can eacit screen to your tanlc
the tank and enter the soii treatment � Wash only full loads.
az�� • Limit use of bleach-hased detergen�s.
• Think even—spread your laundry loads throughout
ttie week.
• The rapid speed of water entering . Install an effluent screen in the septic tank to prevent
2°a ftoor laundry �e��Y reduce performence. the release of excessive soIids to the soil treatment
area.
• He sure that you have adequate tank capacity.
. Powdezed aad/or high-phosphorus . Use gel detergents. Powdered detergents may add
detergents can nega#ively impact thc solids to the tank.
Dishwasher Performance of your tank and soii . Use detergents that ara low or no-phospharus.
treatrnent area. . �y�b anly full loads.
• New models promote"no scraping". � ���pe your dishes anyways to keep undigested
They have a garbage disposal inside. solids out af your septic system.
• Finely-grouttd solids may nat settle. . Expand septic tank capacity by a factor of 1.5.
Grinder pump(in Unsettled solids can exit the tank . �ctude pump rnonitoring in your maintenance
home) and enter tfie soil treatment area. scheduie to ensure that it is working properly.
• Add an effluent screen.
. Large volume of water may . Avoid using other water-use appliances at the same
Large bathtub overload your system. tirne.For example,don't wash ciothes and take a
(whirlpool) • Heavy use of bath oils and soaps can bath at the same time.
impact biological activity in your . Use oils,soaps,and cleaners in the bath or shower
tank and soil treahnent area. sparingly.
Ctean Wa#er Uses Impacts on System Management Tips
High-efficiency • Drip may resutt in frozen pipes • Re-route water into a sump pump or directly out of
furnaee during cold weather, the house.Do not route fumace recharge to your
septic system.
Water softener � Salt in recharge water may affect . These sources produce water ttaat is not sewage and
Iron f lter system performance. should not go into your septic system.
Reverse osmosis • Reehazge water may hydraulically . Remute water from these sources to another outlet,
overload the system such as a dry well,drainrile or old drainfield,
• Water from these sources will likely • When replacing,consid$r using a demand-based
Surface drainage overload the system. recharge vs.a time-based recharge.
Footing drains . Check vaives to ensure proper operation;have unit
servicec3 per manufacturer d'uecrions
<
�3-$$ ■ SECTION i3: Forms and Reference
�NrVERS�TY" Septic System Management Pla�a -.
for Above Grade Syslems
�F MINIVESOTA
Maintenaace Log
Track mcrintencznce activities here,f�r easy reference.See list of manczgement tasks on pages 3 and 4.
Achvity Date accomplished
Check frequently:
Leaks: check for plumbing Ieaks
Soit treatment area check for surf'aaing
Lint filter: check,clean if needed
Effluent screen: if owner-maintained
Check annually:
Water usage rate(rnonitor frequency____}
Caps:znspect,replace if needed
Water use appliances—review use ��
Other:
Notes:
Mitigation/corrective action plan:
"Rs the owner of this SSTS, I understend it ia my reaponaibt2ity to proper2y operate and maintain
the ser�age treatment system on th�s property, utiliztng the Manaqement p1an, If requirements in
this Management Plan are not met, i wtIl promptly nottfy the permttting authority end take
necessary corrective acttons. Sf i have a new syatem, I agree to adequately protect the reserve
area for future use as a so�1 treatment system,^
Pro e Owner Si ature: Date
Mana ement Plan Pre ared B : �7 r � Certification# a�} t,�c,�'3q
�
Pernuttin Authori .
�2010 Regents of the University af Minnesota. Al1 rights mserved. The University of Minnesota is an equsl opporiunity educator and emp]oyer,
T"his material is avsilable in altemative foimata upon request Coniact the Water Resources Center,612-6249282. The Onsite Sewage
Treatrnent Program is delivered by the University of Minnesota Extension Service and the University of Minnesota Water Resources Center.
-b-
�pb 1�I �
x XIuoS,� ,� luo8•'7 xtJt3,1 Q
�,� a� x _
a '
�� i,.o � \
� wyr r =" �,.r#►y � �" � 1
r / � __`P�r�4c��� }— --
X � � �� 1 x � �°13�� � � �
� x x '�1�_�GS-1- _ V
,oa,.-Ll � )�ubry � �uoa.u_ C— S ,/�'��-
i ��.t�ti� k�
l003.3 �ou�,f . 1�y, , �
, � x 'n lu��. �
�` s.y � � -�_t ,i��= � 1 ��;�'�w �\� V � A
�/ "� �` �1��_ �'S k.�\J �
��� � �' ` I '1�`` 4 X� /�� / \ ���'
�� 4 x / �oo�.� W `, lVSb.3 R� . \
^� �"" " l ro 3,5 � , ' ' "�� — � 1 • � / ��c�YP
� , � ---e����
� � � �'�� �� � ���,� _ � / ,�����-
r�� � l ;--_�� x��,�•� � �t,y�a�.�a�v�a� � � ms �������
�o��..o x,�o�.� 1�� \
�C � H 1 \
�'t.�i`�G1J�dr�i� ` �.� % ,009.5 ,o,� '� � A,+�, y,.
5�'�G� .• ,� � sa -a 5 p,� \
� 3 � � / ' �-t r 1 ��� .,
�' � ` e �.�I o,�a. �
iou,.1 / x� . � ��
h ,} 1
_�ao.�- ����- �'°'
1 � —yvo5.y � „�— �
. . .. �� 1oa7.te x
,�--____�� --- ��,•q� _� �� P o��,;g �7�s'c�s�_ �`
-f���� `4�'Qo���
� o�')a,r✓V�) y.�l�i.�v ri
�/
i �
13 `�o! 12 ao � ao7 �/
.____ __ - ��� 1X
� �
� �� ��� �-�v�__��.�s�.r��.�.-i_-� �
. n,�
_c7'�r°_�'f t35%. -��-.]�c�� -(�'S,�thC''�=.�� �
�'�r�
i 1�tiv r � p�(}pER7Y OF:•y oo���i..� F�il��b�t-S
�!.�����r�„��c, �p S���i '�b� =•---. B Percotof+on Tests Scole�_ � -- _
ta�a�-����(� �- x�S��� �,,c�. GSoi! Sorings _`.v-C`,F��-l�-\ ��1aAMt �+��.�
�Bentt: Mark 'P¢����i4rl�i a�� ��c>.
- D��O M.fS, u�i�1�► . LD.
� Note= This systern 'ss 1a be co�strucled to meei
Ihe M�nneso�a Potlution Co�tro� Agency $-P TEST/NG/NC.
' Chapter 7080 & Locai Ordinance �: �jZ,
� Desigr�ed By:
" Note � Check all. underground ut5.lities po;e �/�.br.LS� �t-t.7�3-497-3566
� , . . - ' �
� �o �',1 s s
( , � loJX tcac.x- a�w - � � _ •
� 1�b �" ~ �fe4�o��
� 50 . a' ��� .
� 3v • 3 S `�� �ti�.._�Pr'�9
j . � 1�� 4-5 s�.ic�( Uo�ws
� ^ �g , � 1 51 �, fvt3•3 ��ya
� QLA�J V�*��.J �
r
�. 1 0� 3c�
SET- 8ACKS � . �
� HOEISE � � System must be;. � w ,�� �
Tnnk' e�t from propertY 6�es � .
�`,fr�r► w�3s
L trrom b�dQs. � .
� � 3ceatrctier� orea� ��fr�c►bkes,r.:.stre�rns .��;�w���S �t be bc6ted +� ond manhde
'" 'fre�t�ient orec ��from �xcpert�l� ' y,��,r pr�oE ec�do�xe a�side t�e P�� � . .
- vo frocn we����
.' 1����-o -. ��#�.��- . � SOS�.� B4R1h'G :ELEUATIO�IS
� � ��frorn lrees ..�
� +�•�,[,! � lu��a�J � � !�`��� l� • '�{� � �.'`�oi�=o _'�l���o - 1c7OS:�
`� �,min. :�u,�,� � , `2EL.:,LQ�2:n .
� U o �
. .' � �a d�o. . -. q�ae_L_.Jo�.3 E[..:to� .�3
��o�y 3 Tac►K Tonk' ��� p�� MOI�lD SYSTEM �
" o
�ro to Tonk �a���.} ,�;.�_ , . . . TH,-4 EL:.�•�
�___P_„T,.. }a.5��-� � �Ct�:`5 Ei.�1st�.�.3
.t��m,�io 8 . . . �� . Q�VA'�1�.Y at PRO�OS�D �l,'MPY�
� Max.l"fo4' � �-��F'_ -���s � ��1�v��ocil t'�r+bet J'�-���-� t��AM$ER-_t°L�,°�s�'yQ��� 3u,u.o
,�'to 6�d'�a. � -Co�d��t.�-- i o���
� � ������,.��i�_�?�-._tu�\.1--�
,( Q��S���i►`� __...-_---____.__.__________
sYSTEHi D�1GN --MOtkJD �.
rate �a��rrenl�h(de�.83s4ft�eafi�t aea p�c,p1.af da'ty sewac�e.Avrr) ,�a� �
�-YpE--����pM., {wesage perc�� . y,o 5� {��.,�,it tau�area needed��,
�1--�J gd;/dQy x.8�sq.Pk��sq.R Of lr�otmet�oreu�10%�= �' sq-H. t=pfkw�►=_�.fl.length of bed oreC;'side s�ope run.�..b 1 x.���=-- ,
r o `�,o
areax �O ` deP���=�"� �'�27=�i..azyds.(3l��tazll�da.,ir�d�es2"af�dcabale p�pe) av� ��,ao ���i�
�t�,�l�.r�s�, �rodc nee�-- �s4-f��� �
fo��ba�c fi�.�?ctr.y�s.appc'oa-, topso�6p L--4u.Y�
ao�n �`��`'sa qeon s�f�! beloti+rodc needec!.3�2��Y�- °�- .� .� . . .
N�nberof ianks rec�xed-..:�--, �st � � �9°�i�i0�'k �'KO9°�m�i�uns gws 4+-�m4ti}�� �N�m-����—
o fi�ar of.���� y�1.=1�-got}cese�ve s�a�a9e.of �150ya�.<B � � gd,+p',pet�adcd�r�age--� �,No�a��r� �a•. 5
� �r�irg chornher capocity—25/o�of da�►5e�r,�9e 9° : - PF20F'ERTY Or=.___------
� e ('inftneeded 3� `�c,�l:; . �..��Ct.�`L,�-1 t� --ta- ,'�� tx�,�..t.- .
�f•.�_.9od./1001'q1:�t.Of._.�.:�d'r�.Sttppty psp , t
� -9°► P- ������,o� �,a;:=� �.-;.47 -
totat c�poc�y ne����4�t P�orea far pumP)�s'�rn�,n. 12.. c� 1.ca � ���,s;.3 f�rJs ����k�,4��.�`� ,
�K,
I�3r_t � ►1�-`�ia perfaatpr►s.�:"apart ^ 1
� ��n��OSI p�pe�.._.r�Q.�L�-��4 i�, � �� � � O '�G4i5 �'D�L'�i �/ �A1 I��n• ' S—P TEST/1VG tN�
' Pump s¢e�.�.—hp• tP�Pable copocity.�.°1390l.4cydes/doy) _
� �t;�- �:-.�.�..��..__�._
, ' �tis oreQ shau�3 be st�aped Nos�= Distance lrbm Sceobne�l'orea �o '�e'4t'b°�'^4 ��'— t Oesigned Jy= .�
� NOIe� ti�hen oonstrvctu�►g bed � , ��%�q��y vc� . 1 K.� ,��a ,�`' f�-t. �,3-�497-3566
to drvert run--ott from er►ter�ny' 1�eoimenf orea. � pote=��.---��-" �
DATE TIME
CI?Y OF ORONO CALLED IN
' INSPECTION NOTICE SCHEDULED
PERMIT NO. coMP�erE� l 2:,3�
ADDRESS 3 � �r
OWNER TELEPHONE NO.
CONTRACTOR ��a�[�ar-�K- �u����eri!�
�; DESCRIPTION
ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
� ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
2 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
J ❑ DEMO-SITE SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
2 OWNERICONTRACTOR TO M YOU:_YES�NO
� COMMENTS: ���f� VG/�/Z7GC�`���
�
W
a
a �e x � wl d��a %G � vre� ��9� c��
� ���( Z-d � T"GL� S C� C /' 2�G S Ni' r�T' �
W� � �� lC s�
p� r—��
�
Q
z �S i 4 v� ./���N UP
W
�
W
�
J
d
W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECWERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (g52) 249-460�
OwnerlCon on site:
Inspecto '
White Copyllnspector's File Canary CopylSite Notice
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTIS',E SCHEDULED
PERMIT NO. -' � COMPLEfED :
ADDRESS � � � � ��
OWNER TELEPHONE NO.
CONTRACTOR K��� �� � ���'�''
�; DESCRIPTION �G`�' v 'e
� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
J ❑ DEMO-SITE SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOFi TO ME U:_YES_NO
� COMMENTS:
�
W
a
o l0 3 �
�.
� o �
� l2qi� /DIt, �' / -Fdr- lK �
W
�
Q
z d G�(/� �/.
W
�
W
�
�
d
W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COYERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContra on site:
Inspector.
White Copyllnspector's Ffle Canary CopylSite Notice
�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO.ZD/`�- ' �Sql COMPLEfED �_
ADDRESS � �'
OWNER TELEPHONE NO.
CONTRACTOR ��1�'L�60''� L�Gu c.�r���vtC
�; DESCRIPTION
�
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRAD�NG/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
v ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY � ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
_
v ❑ DEMO-SITE PTIC INSTALL ❑ FOUNDATION/REMOVAL
� OWNERfCONTFIACTOR TO MEET U:_YES_NO
� COMMENTS: �t�
a �/�•,.-��� — �S /,� s�'l f- Z Sati
o �— /Z.� �5�r��� i- lz.S o ��
�.
�
� �� O�b pk n � �G.lJ�P ,m 4 4CJ/A'�
W
�
z ��i `�a eae.ucc—
W
�
W
�
j
d
W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
� ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
OwrterlContra on site:
Inspector. ,
White Copyllnspector's Ffle Cenary CopylSite Notice
�i � � ����
� � _� ,/
I',' � DATE TIME
Cf1�Y OF ORONO CALLED IN
INSPECTION NOTI�E �� scHe�u�Eo � ' �
PERMIT NO. � ' ' coMP�ere�
ADDRESS � �
OWNER TELEPH N NO:�S� y�7�.457
CONTRACTOR ���
� DESCRIPTION `-�=- 0
�
ty ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY S WER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ PTIC INSTALL
� OWNERICONTFiACTOR TO MEET YOU: YES_NO
t— `
c�.� COMMENTS:
�
a � �m�v' �tl� �e �r ��ufio �t , ru� e �rl
o u �� �'i�l.0/J/!� G S
a 7j�
�
° , o%�—r.r//�ec�� d�� �� .��c�x�r�r s
W
�
Q
z , -�� �au� �'�
�
w
�
�
a
W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
� RRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
� ❑ RECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContrac n site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
..qn� TIME
CITY OF ORONO CALLED IN �"'L!
INSPECTION NOTI E SCHEDULED " — , -- '�
PERMIT NO D� � COMPLETED
ADDRESS � �7-5 L� �
OWNER TEL ONE NO.—
CONTRACTO
� DESCRIPTION r
ly ❑ FOOTING ❑ DE -FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERlCONTHACTOR TO MEET YOU:_YES_NO
v�, COMMENTS:
�
W
a
a �/�" � d �I. -'' a� ,�
�.
�
° � �� c�r� /S � 4��t ���;�v� .. ; �
W
Q �ol�� 70 D / J �` d
2 �-� �, `'il«tK�a y ��-'-�z,��� S�,o��� ��►�e- - --
� � � -fG �s I�c �
w
�
j
a ,
W� ❑WORKSATISFACTORY:PROCEED PROJECT COMPLEfE
� ❑CORRECT WORK 8 PROCEED ❑ ISStlE CERTIFICATE OF OCCUPANCY
O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail forthe next inspection 24 hours in advance. (952) 249-46��
OwnerlC or on site-
Inspector: u�
a
White Copyllnspector's Ffle Canary CopylSfte Notice
!`��� �
DATE TIME
CITY OF ORONO CALLEO IN S!9—�(�
INSPECTION NOTICE SCHEDULED S-.L3�(o
PERMIT NO. �l S Da�I I MPLETED
ADDRESS �3� 5 r ��� �
OWNER TELEPH E NO.
CONTRACTOR �� ~
� DESCRIPTION � C�
�
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTiC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
4J ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO
c�.� COMMEN :
� � N
� r V'� .e liV� �°!�' � '
o � f �( i��? e
'' v'l���i �=
�
� Z l� � i �!�''l
� � �l
Q
�
Z
W
�
4� •
�
�
d
� O WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY "
0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
FORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p PHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDEH POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (J52� 249-46�0
OwnedContra on site:
Inspector.
White Copyllnspector's File Cenary CopylSite Notice
_.- V
l `��
� � � DATE TIME
�
CITY OF ORONO CALLED IN
INSPECTION NOTICE _ scHe�u�E� -� -�.f--�.�.'-�
PERMIT NO. � ' � �=���I COMPLETED
ADDRESS � -�' l � � ��
OWNER TELEPHONE NO. �� ��� � �
CONTRACTOR � � �� "'-� _ ,
� DESCRIP110N��^� � � �—� �� / ���'����
l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNER/CONTiiACTOR TO MEET YOU:_YES_NO
y COMMENTS:
�
W
C
O � �
�.
�
O
� �
W
� _
Q
�
2
W
�
W
�
J
d
W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
a ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
RE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnedContra n site:
Inspector:
White Copyflnspector's File Canary CopylSite Notiee